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36th International Conference on Coastal Engineering 2018, Baltimore Submarine Mass Failure: Wave generation by granular slides

Frederic M. Evers, Helge Fuchs, David Vetsch, Robert M. Boes ETH Zurich, Laboratory of Hydraulics, Hydrology and Glaciology (VAW)

| 1

Motivation

]

Sentinel [ESA/Copernicus [ESA/Copernicus

| 2

Motivation

]

Sentinel [ESA/Copernicus [ESA/Copernicus

| 3

Motivation

]

Sentinel [ESA/Copernicus [ESA/Copernicus

| 4

Motivation

]

Sentinel [ESA/Copernicus [ESA/Copernicus

| 5 Motivation

Lake

[Wikimedia Commons]

[Wikimedia Commons]

]

Sentinel [ESA/Copernicus [ESA/Copernicus

| 6 563 CE

Geneva CH

Montreux

Possible Rockfall FR Rhône Valley

[Kremer et al. 2012] Geneva

| 7 1601 CE

Lucerne slide 2220 BP 1601 CE

1687 CE 2015]

Gersau basin slide

Anselmetti & &

Earthquake magnitude 5.9 on 16 September 1601

Hilbe [

| 8 Lake Lucerne 1601 CE

Historical records:

Reflection seismic profiles In the Küssnacht Basin the waves threw entire ships out of the lake and deposited them "50 steps from the shore and two

halberds high" 2011]

above the normal water et al.

level on land.

Hilbe [

[Wikimedia Commons]

| 9 Lake – Interdisciplinary approach

Seismic hazard Limnogeology Seismology

Marine Wave geotechnics processes

Hazard Assessment

| 10 Overview

. Motivation: Lake Tsunamis . Experimental setup . Results . Conclusions . Outlook

| 11 Lake Tsunamis – Wave processes

| 12 Lake Tsunamis – Wave processes

Experiments

| 13 Experimental setup

Δx = 0.8 m

Channel length ≈ 8 m

| 14 Experimental setup – Parameter range

α 30, 45, 60 [°]

dg 2 - 8 [mm]

ls 0.11 - 0.44 [m]

ms 5 - 20 [kg]

ds 0.11 - 0.31 [m] h 0.7 - 0.87 [m]

| 15 Results – Side camera

10 kg

0.7 m 0.5 m

30°

| 16 Results – Side camera α = 30°

| 17 Results – Side camera α = 60°

| 18

Results – Ultrasonic distance sensors (UDS)

2017]

Kislig [

η/h : relative water surface displacement t(g/h)0.5 : relative time

| 19 Results – Governing parameters

Governing parameters

ms : slide mass

ds : submergence α : bank inclination angle h : stillwater depth

Wave characteristics

ac1 : wave crest amplitudes

at1 : wave trough amplitude

2 Dimensionless governing parameters: Ms = (ρg−ρw)Vs/(ρwbh ) : relative slide mass

Dc = ds/h : relative submergence

| 20

Results – Maximum first wave crest and trough amplitudes

2017]

Kislig [

| 21

Results – Wave amplitude decay

2017]

Kislig [

| 22 Conclusions . Submarine landslide tsunamis also occur in . Earthquakes are assumed the primary trigger in . Modelling the entire process chain is highly challenging . Hydraulic experiments were conducted in a wave channel . Empirical equations were established for unidirectional wave propagation . Physical processes may not be properly simulated in laboratories

 Outlook: Benchmark for numerical models Particle Image Velocimetry (PIV) measurements

| 23

Outlook: PIV measurements – work in progress

2018]

Landolt [

| 24

Outlook: PIV measurements – work in progress

2018]

Landolt [

| 25

Outlook: PIV measurements – work in progress

2018]

Landolt [

| 26

Outlook: PIV measurements – work in progress

2018]

Landolt [

| 27 Frederic M. Evers Acknowledgements: [email protected]

ETH Zurich Laboratory of Hydraulics, Hydrology and Glaciology (VAW)

| 28